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Table 1 A few LET joint designs

From: Symmetric Equations for Evaluating Maximum Torsion Stress of Rectangular Beams in Compliant Mechanisms

 

t (mm)

w (mm)

t/w

L (mm)

E (GPa)

G (GPa)

Design 1

2

2

1

10

205

79.37

Design 2

1.16

3.45

0.336

10

205

79.37

Design 3

3.45

1.16

2.97

10

205

79.37

Design 4

2 .5

1.6

1.56

10

205

79.37

Design 5

1.6

2.5

0.64

10

205

79.37